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    Impact Factors for Curved Continuous Composite Multiple-Box Girder Bridges

    Source: Journal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    Author:
    Magdy Samaan
    ,
    John B. Kennedy
    ,
    Khaled Sennah
    DOI: 10.1061/(ASCE)1084-0702(2007)12:1(80)
    Publisher: American Society of Civil Engineers
    Abstract: The results from a parametric study on the impact factors for 180 curved continuous composite multiple-box girder bridges are presented. Expressions for the impact factors for
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      Impact Factors for Curved Continuous Composite Multiple-Box Girder Bridges

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50999
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    contributor authorMagdy Samaan
    contributor authorJohn B. Kennedy
    contributor authorKhaled Sennah
    date accessioned2017-05-08T21:25:34Z
    date available2017-05-08T21:25:34Z
    date copyrightJanuary 2007
    date issued2007
    identifier other%28asce%291084-0702%282007%2912%3A1%2880%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50999
    description abstractThe results from a parametric study on the impact factors for 180 curved continuous composite multiple-box girder bridges are presented. Expressions for the impact factors for
    publisherAmerican Society of Civil Engineers
    titleImpact Factors for Curved Continuous Composite Multiple-Box Girder Bridges
    typeJournal Paper
    journal volume12
    journal issue1
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2007)12:1(80)
    treeJournal of Bridge Engineering:;2007:;Volume ( 012 ):;issue: 001
    contenttypeFulltext
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